The method of multiple scales applied to the nonlinear stability problem of a truncated shallow spehrical shell of variable thickness with the large geometrical parameter

DOI10.1023/A:1016353518410zbMath1031.74026OpenAlexW4256488601MaRDI QIDQ1596410

Publication date: 2 July 2002

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1023/a:1016353518410

zbMATH Keywords

asymptotic solutions multiple scales method concentrated load nonlinear bending truncated shallow spherical shell

Mathematics Subject Classification ID

Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10) Bifurcation and buckling (74G60) Shells (74K25)

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